油儲罐施工組織設計.doc

油儲罐施工組織設計

1. 工程概況
1. 11#儲運區二車間衛七路青坎地處增建2座1000米3柴油儲罐，該儲罐主體結構由罐底、罐體、罐頂及附件組成，罐內儲存柴油，全密封結構，直徑為11米，高度為12.304米，罐底板采用搭接形式，罐壁采用對接，頂板搭接成錐體型，儲罐附件主要有噴淋管、消防管及盤梯等組成，每臺總重量為34.4噸，柴油臥式罐3臺，V-761/A/B/C，每臺總重17.405噸，柴油臥式罐平臺梯子，總重6.317噸，安裝時需用120噸大型吊機配合。
1.2本項目建設單位：上海石油化工股份有限公司
1.3本項目設計單位：金山石油化工設計院
1.4本項目總承包單位：中石化上海金山工程公司
2、主要實物量明細表
序號 名稱和型號 材料 數量 單質量 總質量 備注
1 螺栓M1670 Q235-A 16 0.13 2.08
2 墊片RF 80-1.6B35 石棉橡膠板 2 / /
3 法蘭PL80(A)-1.6RF Q235-A 4 3.59 14.36
4 蓋板?104，t＝10 Q235-A 2 0.67 1.32
5 角鋼支架（二）L63×63×6 Q235-A、F 12 1.72 20.64
6 螺母M12 Q235-A 48 0.016 0.77
7 U型螺栓89 Q235-A 12 0.29 3.48
8 角鋼支架（一）L63×63×6 Q235-A、F 4 1.77 7.08
Oil Storage Tank Construction Design

1. Project Overview
1.11 # Storage Area 2 Workshop Zinkahn Wei 7 Road, Block 2, located 1,000 meters three additional diesel storage tank, the tank of the main structure of the bottom of the tank, tank, tank top and annexes, diesel storage tank, sealed and a diameter of 11 meters, height of 12.304 meters, tank bottom using overlapping forms, tank wall by docking into a pyramidal roof lap type, main spray tank accessories tube, fire tube and spiral staircase etc., The total weight of 34.4 tons each, 3 sets of diesel horizontal tank, V-761/A/B/C, each weighing 17.405 tons, diesel fuel tank platform horizontal ladder, weighing 6.317 tons, 120 tons of essential for installation with a large crane.
1.2 The project construction unit: Shanghai Petrochemical Co., Ltd.
1.3 The project design unit: Jinshan Petrochemical Design Institute
1.4 The total project contractors: Sinopec Shanghai Jinshan Engineering Company
2, the main physical quantity schedule
Serial number name and model number of single-quality materials, the total mass of Remarks
A bolt M1670 Q235-A 16 0.13 2.08
2 RF 80-1.6B35 asbestos gasket rubber sheet 2 / /
3 flange PL80 (A)-1.6RF Q235-A 4 3.59 14.36
4 cover? 104, t = 10 Q235-A 2 0.67 1.32
Angle bracket 5 (b) L63 × 63 × 6 Q235-A, F 12 1.72 20.64
6 Nut M12 Q235-A 48 0.016 0.77
7 U-type bolt 89 Q235-A 12 0.29 3.48
8 angle bracket (1) L63 × 63 × 6 Q235-A, F 4 1.77 7.08
 

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